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TABLE 1: <br /> Glass Table 'A'=ANNEALED WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW: - <br /> Type Description # 'H'=HEAT STRENGTHENED <br /> TEMPERED <br /> 7 718"Laminated I.G.:118"A Exterior Cap+7116"Air Space+5116'laminated;(2)Liles of 118"A Glass with.090'PVB Interayer 4 'PVB-=.090"TROSIFOL® <br /> 6 718"Laminated LG.:118"T Exterior tap+7/16'Air Space+5/16"Laminated;(2)Utes of 1/8"A Glass with.090"PVB Interayer 5 PVB BY KURARAY 8 )� <br /> OR <br /> 9 718"Laminated I.G.:3116"A Exterior Cap+3/8'Air Space+5/16"Laminated;(2)Liles of 1/8"A Glass with.090"PVB Interlayer 6 G"=.09" INC. BOX AL �Q - <br /> 5G°=.090"SENTRYGLAS® �Q EQUAL <br /> 10 7/8'Laminated I.G.:3116"T Exterior Cap+3/8"Air Space+5/16"Laminated;(2)Lites of 1/8'A Glass With.090"PVB Intedayer.. 6 INTERLAYER BY KURARAY" FLANGE <br /> J LEG <br /> 11 I 1'Laminated I.G.:1/8"T Exterior Cap+7/16"Air Space+7/16"Laminated:(2)Liles of 3116'A Glass with.D9T PVB Interlayer 7 AMERICA,INC. Q <br /> 12 1"Laminated I.G.:3116'A Exterior Cap+31W Air Space+7/16"Laminated;(2)Liles of 3116"A Glass With.090"PVB Interlayer 8 <br /> 13 1"Laminated I.G.:N16'T Exterior Cap+316"Air Space+7/16"Laminated;(2)Liles of 3/16'A Glass with.09D"PVB Interlayer 9 <br /> 14 1'Laminated I.G.:3116'A Exterior Cap+3/8'Air Space+7/16"laminated;(2)Liles of 3116"A Glass with.090"SG Interlayer 10 <br /> 15 1"Laminated I.G.:3116'T Exterior Cap+3/8'Air Space+7116"Laminated;(2)Lites of 3116'A Glass with.090"SG Interlayer 11 r171 <br /> TYPES 14 THROUGH <br /> 16 1"Laminated I.G.:1/8"T Exterior Cap+7/16'Air Space+7/16"Laminated:(2)Liles of 3116'H Glass with.090"SG Interlayer 12 NOT BE USED WITH5EJ <br /> 17 1°Laminated I.G.:3/16"TExterior Ca +3/8"Air S ce+7/16"Laminated; 2 Liles of3f16'H Glass with.090"SG Interla er 13NEL OR INTEGRAL <br /> P {� () Y MES. <br /> J-CHANNEL �Q INTEGRAL TABLE 2:ANCHORS INSTALLED THROUGH FRAMEFIN <br /> Group Anchor Substrate Min-Edge min. MIN. F 3 THREADS <br /> Distance Embedment B YONDTHEMETAL <br /> P.T.Souther Pine(SG=0.55) -' 7116" 13/6" SUBSTRATE. ° <br /> # SMS Steel,AW 318" 0.050" <br /> (Steell,,18.8 S.S. "UNGROU7ED CMU" <br /> . or 410 S.S.) Steel Stud,A653 Gr.33• 3/8" 0.0451"(18 Ga.) VALUES MAY BE <br /> A Aluminum,606345' 3/8" 0.050" USED FOR GROUTED <br /> P.T.Southern Pine(SG=0.55) 7116" 13J8" CMU APPLICATIONS. <br /> 3119'steel Ultracon Concrete(min.2.85 ksi) 1" 1318" <br /> Ungrouted CMU,(ASTM C-90) 2-1/2" 1AW <br /> #12 SMS P.T.Southern Pine(SG=0.55) 9116" 13/8" ALL ARCHITECTURAL WINDOW SHAPES QUALIFIED,COMMON EXAMPLES SHOWN.INSCRIBE THE SWIPE IN A BLOCK(SEE EXAMPLES <br /> (steel,IM S.S. Steel,A36• 3/8' 0.0501- BELOW),AND OBTAIN DESIGN PRESSURES FOR THAT BLOCK SIZE FROM DESIGN PRESSURE TABLES 4.13.SHEETS 6a10. <br /> Or 410 S.S.) <br /> Steel Stud,A653 Gr.33' 3/8' 0.0451"(18 Go-) <br /> LONG LONG LONG SHORT <br /> B Aluminum,6063-T5' 3/8' 0.067 Imo __SIDE SIDE SIDE +I S1DE (� <br /> 114"steel Ultracon P.T.Southern Pine(SG=0,55) 1' 13/8" <br /> PRODUCT LL1,'VIS W <br /> 1/4"steel CreteOex P.T.Southern Pine(SG=0.55) - 1" 13/8" �w zw �w es pt".S wir6 rkn Fio*k <br /> po I Oo f/ O� iIdding Cob: <br /> 1/4'steel Aggre-Gator P.T.Southern Pine(SG=0.55) 1" Iali" xw x. P/ x y P a No (of ; <br /> Concrete(min.2.86 ksi) 1" 1-314" u ' w F., n Rme ZD <br /> 1/4'steel Ultracon 1 9 B� <br /> C Ungrouted CMU,(ASTM G90) 2-1/2" 1-1/4" n <br /> LONG LONG LONG LONG LONG O <br /> 1/4°steel C etellex Concrete(min.3.35'ksi) 1° 13/4" I- SIDE yl I` SIDE yl I- SIDE ♦• SIDE SIDE-�{ z0 y� fi Dad.t'<oAoU <br /> 114"steel Ultracon Concrete(min.2.85 ksi) 2-1/2° 1314" T r--- T - - T r--- T r- -, T r <br /> Concrete(min.3.35 ksl) 2-112" 13/4' r NO CHANGES THIS SHEET. <br /> 1/4"steel Creteflex xw Mw wu o:w ,rw <br /> D UngroI'd CMU,(ASTM G90) 2-1/2' 1-1/4" 3:0il / =w � � =�°-r � =N � =y � 1 <br /> IW steel Aggre-Gator Concrete min.3.275 ksi 1-1/2" 13/8 <br /> Grouted CMU,(ASTM C-90) 2". 2" 1 1 1 L L rc <br /> TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN <br /> ---- ----- - <br /> or - --- -- - S -- -- - -Min;Edge Mln..-- - - - ---- <br /> Group Anchor Distance Embedment' `N%ONY LYIUq/rr��i,� <br /> E 2-112'x.131'Common Nail P.T.Souther Pine(SG=.65) 318' 2-7116" 1070 TECHNOLOGY DRIVE .• tEN �! <br /> 3 / <br /> 21/2"Rirg-3hank Roofing Nail P.T.Southern Pine(SG�. ) 3/8' 2-7116" Material Min.Fr Min.F° N.VENICE,FL 34275 - Q� F •�F� <br /> P-T.Souther Pine(SG=.55) 1/2' 1-we" Steel Screw 92 ksi 12o ksi (941)-480-1600 No.58705 <br /> #10 Trusshead EMS <br /> Aluminum,6063-T5' 3/8' 0.050" 1&e Screw 60 ksi 95 ksi <br /> (steel,1&8 S.S. 410 Suety 90 ksi 110 ksi T COPYRIGM 02017 PGT INDUSTRIES,INC. --9 <br /> or410 S.S. Steel Stud,Gr.33' 318' 0.0451'(18 Ga) CERT.OF AUTH.#29296 ALL RIGHTS RESERVED <br /> F ) Steel,A36• 3/8' 0.D50" FUco atone 57 ksi 9S ks ��O A <br /> 'MIN.OF Elco muflCon® 155 ksi 177 ksi VINYL FIXED WINDOW NOA LMBSM 9/9/14 <br /> P.T.Souther Pine(SG=.55) 9/16" 1318" THREADS 410 SS Elco CraeRexG 12T•4ksi 169.7 ksi ( ) o° lC �ORIDA.••'��� <br /> #125MS BEYOND d •..-.AL <br /> (steel,118-8 S.S. Steel Stud,Gr.33'• 3/8. -0,050° THE Gro68hTS� num eel 3sksi 58ksi GLASS/ANCHORSIFRAME OPTIONS o$ J ROSOWSKI r1,�ONAl.1�?`� <br /> or 410 S.S.) METAL Gr.33 Sled Stud 33 ksi 451, _ m <br /> Steel,A36' 3/8° O.D50' SUBSTRATE. v PW-5520 ,v NTS ° 2 OF 11 z° MD-5520.0 B A.LYNN MILLER P.E. <br /> y P.E.#68705 <br />